APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE 6 7 9 8 1 2 3 4 5 10 11 12 13 14 15 CORINTH ROAD (80' R/W) AARON YOUNG ROAD (80' R/W) BOHANNON ROAD (80' R/W) BEAVERS ROAD (80' R/W) D AARON YOUNG ROAD (80' R/W) CORINTH RD (80' R/W) APPROXIMATE LAND LOT LINE L.L. 10 L.L. 11 L.L. 176 L.L. 145 APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE L.L. 143 L.L. 114 L.L. 115 L.L. 142 L.L. 143 L.L. 114 L.L. 144 L.L. 113 L.L. 144 L.L. 113 COWETA COUNTY - 3RD DISTRICT COWETA COUNTY - 2ND DISTRICT APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE L.L. 143 L.L. 146 L.L. 142 L.L. 147 APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE L.L. 144 L.L. 145 APPROXIMATE LAND LOT LINE COWETA COUNTY - 2ND DISTRICT COWETA COUNTY - 3RD DISTRICT L.L. 9 L.L. 10 APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE L.L. 11 L.L. 177 L.L. 12 APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE L.L. 11 L.L. 176 L.L. 144 L.L. 145 L.L. 143 L.L. 146 L.L. 176 L.L. 175 L.L. 177 L.L. 178 APPROXIMATE LAND LOT LINE L.L. 176 L.L. 145 L.L. 175 L.L. 146 APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE APPROXIMATE LAND LOT LINE SHEET SHEET TITLE ATLANTA TALLAHASSEE C Moore Bass Consulting DATE FILE # CONTRACT # DRAWN BY PROJECT NAME CLIENT NAME REVISIONS ARCHIVE V:\A41.097\Workfiles\Survey\A41.0097-PLAT.dwg, SHEET 1, kmcmillan, Jul 03, 2019 - 7:53:34am A41.0097-PLAT.dwg www.moorebass.com 1350 Keys Ferry Court McDonough, Georgia 30253 (770) 914-9394 (Office) (770) 914-9596 (Fax) The Drawings, Specifications and other documents prepared by Moore Bass Consulting, Inc. (MB) for this Project are instruments of MB for use solely with respect to this Project and, unless otherwise provided, MB shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. 1350 KEYS FERRY COURT McDONOUGH, GA 30253 LSF #1179 SEAL 7/1/19 1 OF 4 FINAL SURVEY CORINTH LANDING CORINTH ACRES, LLC 270 N. JEFF DAVIS DRIVE FAYETTEVILLE, GA 30214 RJD/BKM THIS BOX IS RESERVED FOR THE CLERK OF SUPERIOR COURT RECORDING INFORMATION. VICINITY MAP (NOT TO SCALE) FINAL SURVEY FOR: CORINTH LANDING LOCATED IN LAND LOTS 114, 142, 143, 144, 145, 146 & 176 - 2ND DISTRICT LAND LOTS 9, 10 & 11 - 3RD DISTRICT COWETA COUNTY, GEORGIA SITE SMOKEY RD DR BRUCE JACKSON RD CORINTH RD W GRANTVILLE RD HANNAH RD EARL NORTH RD GRANDMA BRANCH RD BOHANNON RD MIKE POWERS RD BEAVERS RD BETHLEHEM CHURCH RD OLD CORINTH RD CORINTH RD BUILDING PERMITS FOR LOTS STAMPED BY THE TRANSPORTATION AND ENGINEERING DEPARTMENT WILL BE RELEASED SUBJECT TO THE FOLLOWING: TE/A: SITE PLAN REQUIRED SHOWING BUILDING AND DRIVEWAY LOCATION. TE/B: SITE PLAN REQUIRED SHOWING BUILDING LOCATION AND ELEVATION. TE/C: SITE PLAN REQUIRED SHOWING BUILDING LOCATION, ELEVATION AND DRAINAGE/GRADING. NO N.G.S. MONUMENT FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY. ALL PROPERTY CORNERS REFERENCED AS I.P.S. INDICATES A 1/2" REBAR PLACED W/CAP LSF 001179 UNLESS OTHERWISE NOTED. MOORE BASS CONSULTING AND/OR ROBERT J. DEBIEN DO NOT GUARANTEE THAT ALL EASEMENTS AND SUB-SURFACE CONDITIONS WHICH MAY AFFECT THIS PROPERTY ARE SHOWN. THIS DRAWING HAS BEEN GENERATED ELECTRONICALLY. THIS MEDIA SHOULD NOT CONSIDERED A CERTIFIED VALID DOCUMENT UNLESS IT HAS BEEN PROPERLY SEALED, SIGNED, AND DATED BY ROBERT J. DEBIEN IN CONTRASTING COLOR OF INK PER O.C.G.A. 43-15-22. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH COULD REVEAL ENCUMBRANCES NOT SHOWN. ALL MATTERS TO TITLE ARE EXCEPTED. THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY OR ENTITY NAMED HEREON AND THE CERTIFICATION DOES NOT EXTEND TO ANY OTHERS. THIS PLAT MAY NOT CONFORM TO THE BEARINGS AND DISTANCES RECORDED ON THE DEED AND/OR PLAT OF RECORD DUE TO SEVERAL FACTORS INCLUDING, BUT NOT LIMITED TO, THE NATURE OF THE ADVANCES IN SURVEYING TECHNOLOGY SUCH AS ELECTRONIC DISTANCE MEASURING DEVICES AND THE ADVENT OF SURVEY GRADE G.P.S. MEASUREMENT EQUIPMENT. THIS SURVEY IS REFERENCED TO THE NORTH AMERICAN DATUM (N.A.D.) OF 1983(1994 ADJUSTMENT) FOR HORIZONTAL DATUM AND THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988 FOR THE VERTICAL DATUM. THE USE OF G.P.S. SURVEY MEASURING TECHNIQUES WERE USED FOR THESE DATUMS AND BASED ON THE POSITIONAL VALUES FOR THE VIRTUAL REFERENCE STATION NETWORK DEVELOPED BY EGPS SOLUTIONS. THE ORTHOMETRIC HEIGHTS WERE DERIVED USING THE GEOID A12. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. UTILITIES SHOWN ARE BASED ON ABOVE GROUND EVIDENCE. ADDITIONAL UTILITIES MAY EXIST ABOVE OR BELOW GROUND. NO CERTIFICATION OR GUARANTEE IS MADE AS TO THE ACCURACY OR THOROUGHNESS OF THE UTILITIES OR STRUCTURES SHOWN HEREON. PER GEORGIA LAW THE UNDERGROUND UTILITIES PROTECTION SERVICE MUST BE CALLED PRIOR TO THE COMMENCEMENT OF ANY AND ALL EARTH DISTURBING ACTIVITIES. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 24,234 FEET, AND AN ANGULAR ERROR OF 02" PER ANGLE. IT WAS A CLOSED LOOP TRAVERSE AND WAS ADJUSTED USING THE LEAST SQUARES METHOD. THE CLOSURE PRECISION OF THE DATA SHOWN ON THE MAP OR PLAT. "THIS MAP OR PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 859,444 FEET" THE CLOSURE PRECISION PLACED ON THE SURVEY SHALL BE BASED ON AN ACTUAL MAP CLOSURE THAT HAS BEEN INDEPENDENTLY CALCULATED BY THE SURVEYOR BY USING THE BEARINGS AND DISTANCES FROM THE FACE OF THE PLAT, AND SHALL NOT BE A GENERALIZATION. ALL LOTS OR PARCELS SHOWN ON SURVEY ARE LINEAR AND ANGULAR MEASUREMENTS WERE OBTAINED USING A TRIMBLE S6 ROBOTIC TOTAL STATION & CHAMPION TKO ROVER GPS UNIT. THE FIELDWORK WAS COMPLETED NOVEMBER 6, 2006 ON THIS PROJECT. SURVEY NOTES LOT DESIGNATION STORMWATER MANAGEMENT PLAN A DETAILED HYDROLOGY REPORT AND STORMWATER MANAGEMENT PLAN IS NOT REQUIRED DUE TO THE LOT SIZES BEING 5.0 ACRES (MINIMUM). 1. REDUCTION OF LIMITS OF CLEARING AND GRADING FOR PRESERVATION OF NATURAL FEATURES AND UNDISTURBED NATURAL AREAS AROUND THE PERIMETER OF EACH HOUSE SITE. RUNOFF FLOWS AS SHEET FLOW THROUGH THESE NATURAL VEGETATED AREAS TO ENHANCE WATER QUALITY. 2. LARGER LOT SIZES (GREATER THAN 3.0 ACRES) CREATES A LIMITED AMOUNT OF IMPERVIOUS AREA. EACH LOT INCLUDES APPROXIMATELY 0.11 ACRES OF IMPERVIOUS AREA (INCLUDING THE HOUSE AND DRIVEWAY). TOTAL IMPERVIOUS AREA = [0.11 AC X 20 LOTS] + [2.24 AC OF ACCESS DRIVE] = 4.4 AC (1.9% OF THE TOTAL AREA). 3. ROOF DOWNSPOUTS ARE DIRECTED AWAY FROM THE HOUSE IN ALL DIRECTIONS ALLOWING THE CONCENTRATED FLOW TO BE DISCHARGED TO PERVIOUS AREAS WHICH SERVE AS OVERLAND FLOW/FILTRATION ZONES. THE FINISHED GRADE AROUND EACH HOUSE SHALL BE LESS THAN OR EQUAL TO 3% OR A FOR A DISTANCE OF 25' AROUND THE PERIMETER OF THE HOUSE WITH GUTTER DOWNSPOUTS ORIENTED TO ALLOW FOR SHEET FLOW ACROSS THE OVERLAND FLOW/FILTRATION ZONES. THE ACCESS ROAD, BRIDGES, CULVERTS, ETC. NEED TO BE BUILT TO WITHSTAND THE WEIGHT OF A FIRE APPARATUS OF 51,000 LBS AND HAVE AN UNOBSTRUCTED CLEARANCE HEIGHT OF AT LEAST 13'-6". ANY PROPOSED HOUSE, WHICH IS LOCATED LOCATED MORE THAN 1,000 FEET FROM THE NEAREST FIRE HYDRANT, WILL HAVE AN ISO PROTECTION CLASS RATING OF 9 INSTEAD OF 4, WHICH CAN RESULT IN SUBSTANTIAL INCREASES IN INSURANCE PREMIUMS FOR THE PROPERTY OWNERS. FIRE DEPARTMENT NOTE I HEREBY CERTIFY THAT THE ACCEPTED ENGINEERING PROCEDURES AND DESIGN METHODS WERE USED TO ESTABLISH THE LAYOUT OF THIS DEVELOPMENT; THAT THE STREETS, DRAINAGE STRUCTURES AND ANY OTHER DESIGN FEATURES HAVE BEEN CONSTRUCTED ACCORDING TO THE DEVELOPMENT CONSTRUCTION DRAWINGS AND REVISIONS APPROVED BY THE COWETA COUNTY SUBDIVISION REVIEW COMMITTEE; AND THAT ALL APPLICABLE ENGINEERING REQUIREMENTS OF THE "LAND SUBDIVISION REGULATIONS" FOR RESIDENTIAL, COMMERCIAL AND/OR INDUSTRIAL SUBDIVISIONS AND ALL APPLICABLE REQUIREMENTS OF THE "ZONING REGULATIONS" OF COWETA COUNTY, GEORGIA, HAS BEEN FULFILLED, EXCEPT AS OTHERWISE APPROVED BY THE REVIEW COMMITTEE. ANTHONY L. WIGGINS, P.E. # 032281 DATE: THIS PLAT DOES NOT CONSTITUTE A SUBDIVISION, AS CURRENTLY DEFINED BY COWETA COUNTY ZONING AND DEVELOPMENT ORDINANCE : THEREFORE. COWETA COUNTY AFFIRMS THAT FORMAL REVIEW AND PLAT APPROVAL IS NOT REQUIRED PRIOR TO RECORDING OF THIS SURVEY. ACKNOWLEDGEMENT SIGNATURE, COWETA COUNTY PLANNING DEPARTMENT DATE: AFTER AN INSPECTION OF THE LANDS PLATTED, WETLANDS HAVE BEEN FOUND AND LOCATED AS SHOWN. WETLANDS SHOWN UPON THIS FINAL PLAT ARE UNDER THE JURISDICTION OF THE U.S. ARMY CORPS OF ENGINEERS. DISTURBANCE TO THESE WETLAND AREAS IS PROHIBITED WITHOUT PROPER AUTHORIZATION. ENGINEER/CERTIFIED WETLANDS SPECIALIST DATE AS REQUIRED BY SUBSECTION (c) OF O.C.G.A. SECTION 15-6-67, THIS MAP OR PLAT HAS BEEN PREPARED AND ISSUED FOR SUBMITTAL AND APPROVAL BY THE LOCAL JURISDICTION AS IS EVIDENCED BY THE APPROVAL CERTIFICATES, SIGNATURES, STAMPS, OR STATEMENTS HEREON. SUCH APPROVALS OR AFFIRMATIONS SHOULD BE CONFIRMED WITH THE APPROPRIATE GOVERNMENTAL BODIES BY ANY PURCHASER OR USER OF THE SURVEY OR MAP AS TO INTENDED USE OF ANY PARCEL. FURTHER, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS MAP, PLAT, OR PLAN COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN CHAPTER 180-7 OF THE RULES OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN THE GEORGIA PLAT ACT O.C.G.A. 15-6-67. IT IS HEREBY CERTIFIED THAT PLAN SHOWN AND DESCRIBED HEREON IS A TRUE AND CORRECT SURVEY MADE ON THE GROUND UNDER MY SUPERVISION, TO THE ACCURACY REQUIRED BY THE SUBDIVISION REGULATIONS OF COWETA COUNTY, GEORGIA, AND THAT THE MONUMENTS SHOWN HAVE BEEN PLACED TO THE SPECIFICATIONS SET FORTH IN SAID REGULATIONS. ROBERT J. DEBIEN, GA REGISTERED LAND SURVEYOR NO. 2964 DATE I HEREBY CERTIFY THAT THIS FINAL PLAT IS A TRUE REPRESENTATION OF THE RESULTS OF AN ACTUAL SURVEY BY ME OR UNDER MY SUPERVISION, CONFORMING TO THE NORMAL STANDARDS OF CARE OF PROFESSIONAL SURVEYORS PRACTICING IN THE STATE OF GEORGIA AND THAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST OR ARE MARKED "FUTURE" AND THAT THE SURVEYING REQUIREMENTS FOR FINAL PLATS OF THE "DEVELOPMENT REGULATIONS" AND "ZONING REGULATIONS" OF COWETA COUNTY, GEORGIA, HAVE BEEN FULFILLED. ACCORDING TO THE STATE OF GEORGIA SAFE DAMS ACT MAP FOR COWETA COUNTY, GEORGIA, I HAVE DETERMINED THE DEVELOPMENT DOES NOT LIE IN A BASIN BELOW A CATEGORY II DAM. ROBERT J. DEBIEN, GA REGISTERED LAND SURVEYOR NO. 2964 DATE 1. SURVEY FOR LAND CONTRACT ACCEPTANCE CORPORATION BY JIMMERSON-DICKSON, INC., ENGINEERS AND SURVEYORS DATED MARCH 31, 1976 AND RECORDED IN PLAT BOOK 21, PAGE 21. 2. COMPILED PLAT FOR H.T. BREMER BY JOHN R. CHRISTOPHER DATED NOVEMBER 18, 1983 AND RECORDED IN PLAT BOOK 32, PAGE 289. 3. PLAT OF SURVEY OF PROPERTY OF RICHARD BILSKIE BY T.Y. MATTOX DATED SEPTEMBER 9, 1970 RECORDED IN PLAT BOOK 14, PAGE 185. 4. PLAT OF SURVEY OF DEER RUN BY LANDMARK SURVEYING, INC. DATED NOVEMBER 5, 1987 AND RECORDED IN PLAT BOOK 44, PAGE 271. 5. SURVEY FOR PAUL ROBINSON BY JASON D. TURNER DATED NOVEMBER 9, 2000 AND RECORDED IN PLAT BOOK 72, PAGE 223. 6. PLAT OF PROPERTY FOR BARBARA B. CHAPMAN BY CULLEN REID PATTON, JR., DATED JULY 15, 1977 AND RECORDED IN PLAT BOOK 23, PAGE 13. 7. PLAT OF SURVEY OF FOUR SEASONS OF GEORGIA BY J. HUGH CAMP DATED DECEMBER 3, 1969 AND RECORDED IN PLAT BOOK 13, PAGE 137. 8. PLAT OF SURVEY OF FOUR SEASONS OF GEORGIA BY J. HUGH CAMP DATED DECEMBER 8, 1969 AND RECORDED IN PLAT BOOK 13, PAGE 139. 9. PLAT OF SURVEY OF FOUR SEASONS OF GEORGIA BY JIMMERSON-DICKSON, ENGINEERING AND SURVEYORS DATED APRIL 20, 1970 AND RECORDED IN PLAT BOOK 14, PAGE 7. 10. PRELIMINARY TITLE COMMITMENT NO. 18577/20531 EFFECTIVE DATE OF COMMITMENT: SEPTEMBER 17, 2006 11. DEED BOOK 4714, PAGE 308 OF CORINTH ACRES, LLC RECORDED AT COWETA COUNTY JULY 7, 2018. AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP PANEL NUMBER: 13077C0240D, EFFECTIVE DATE FEBRUARY 6, 2013, A PORTION OF THIS PROPERTY IS LOCATED WITHIN A FEDERALLY DESIGNATED FLOOD HAZARD ZONE. 100 YEAR FLOOD LINE SHOWN HEREON WAS PROVIDED BY THE COWETA COUNTY TRANSPORTATION AND ENGINEERING DEPARTMENT FROM A FLOOD STUDY PREPARED BY DEWBERRY & ASSOCIATES. LIVE STREAMS AND/OR WETLANDS EXIST ON THIS PROPERTY AND HAVE BEEN FIELD DELINEATED AND LOCATED BY REGISTER NELSON ENVIRONMENTAL CONSULTANTS. THIS SITE DISCHARGES INTO GOLDEN CREEK. IT DOES NOT DISCHARGE INTO AN IMPAIRED STREAM SEGMENT, OR WITHIN ONE MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS, ANY PORTION OF A BIOTA IMPAIRED STREAM SEGMENT. COMPANY: CORINTH ACRES, LLC ADDRESS: 270 N. JEFF DAVIS DRIVE FAYETTEVILLE, GA 30214 PHONE: (770) 461-0478 24 HOUR CONTACT RICHARD FERRY (678) 251-5046 CIVIL ENGINEER MOORE BASS CONSULTING, INC. SURVEYOR NAME: ADDRESS: 1350 KEYS FERRY COURT McDONOUGH, GA 30253 PHONE: ph: (770) 914-9394 fax: (770) 914-9596 NAME: ADDRESS: PHONE: ph: (770) 914-9394 fax: (770) 914-9596 1350 KEYS FERRY CT McDONOUGH, GA 30253 MOORE BASS CONSULTING, INC. DEVELOPER COMPANY: CORINTH ACRES, LLC ADDRESS: 270 N. JEFF DAVIS DRIVE FAYETTEVILLE, GA 30214 OWNER 1. PROJECT NAME: CORINTH LANDING 2. OVERALL SITE AREA: 799.27 ACRES (34,835,828 SQ. FT.) 3. DISTURBED AREA: 00.00 ACRES 4. CURRENT ZONING: RC 5. TAX ID #: 052 2144 001 6. NUMBER OF LOTS: 15 7. BUILDING SETBACKS: FRONT: 100' SIDE: 25' REAR: 50' 8. BOUNDARY SOURCE: SURVEY BY MOORE BASS CONSULTING, DATED JANUARY 2007 9. TOPOGRAPHIC SOURCE: COWETA COUNTY GIS AND MOORE BASS FIELD SURVEY, DATED NOVEMBER 6, 2006 10. PROJECT UTILITIES: WATER: COWETA COUNTY SEWER: ON-SITE SEPTIC SYSTEMS 1. THE OWNERSHIP AND MAINTENANCE OF THE PRIVATE DRIVEWAY AND EASEMENT SHALL BE THE PROPERTY OWNER'S RESPONSIBILITY. 2. ANY NECESSARY CONSTRUCTION SIGNAGE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. LOTS SERVED BY PRIVATE DRIVEWAY EASEMENTS MAY NOT BE FURTHER SUBDIVIDED. 4. THE PROPERTY IS ZONED RC (RURAL CONSERVATION). ONLY ONE DWELLING IS PERMITTED PER PARCEL. 5. IF IT IS DETERMINED BY THE DEVELOPMENT INSPECTOR THAT A DRIVEWAY DOES NOT PROVIDE ADEQUATE SIGHT DISTANCE PER AASHTO POLICY, THE NEW DRIVEWAY LOCATION MUST BE FIELD VERIFIED BY THE PROJECT ENGINEER AND IF NECESSARY, SURVEY PLAT MUST BE REVISED TO REFLECT NEW LOCATIONS. 6. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO SATISFY ANY UTILITY CONFLICTS THAT MAY ARISE DURING CONSTRUCTION, INCLUDING OBTAINING ANY NECESSARY PERMITS OR ENCROACHMENT EASEMENT AGREEMENTS. ALL PROPOSED DRIVES AND EASEMENT DRIVES MEET AASHTO SIGHT DISTANCE REQUIREMENTS. (SEE EROSION CONTROL PLANS BY MOORE BASS CONSULTING FOR DRIVEWAY LOCATIONS) ANTHONY L. WIGGINS, P.E. # 032281 DATE COWETA COUNTY SURVEY CERTIFICATE SURVEY CERTIFICATE ENGINEER'S CERTIFICATE WETLAND CERTIFICATE FLOOD LINE NOTE ACKNOWLEDGEMENT CERTIFICATE SIGHT DISTANCE CERTIFICATION OWNER / DEVELOPER INFORMATION COWETA COUNTY NOTES REFERENCES RECEIVING WATERS SITE DATA No. 2964 T R N D S U A L E R G G I S E O Y E R V R O I R E E D G A R O B E R T J . D E B I E N SITE MAP - 1" = 1000'
4
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Transcript
APPROXIMATE LAND LOT LINEAPPROXIMATE LAND LOT LINE
6
79
8
1
23 4
5
10 11 1213
1415
CORINTH ROAD
(80' R/W)
AARON YOUNG ROAD
(80' R/W)
BOHANNON ROAD
(80' R/W)
BEAVERS ROAD
(80' R/W
)
BOHANNON ROAD
AARON YO
UNG ROAD
(80' R
/W)
CORINTH RD
(80' R
/W)
APPR
OXIM
ATE
LAND
LOT
LIN
E
L.L.10
L.L.11
L.L.176
L.L.145
APPROXIMATE LAND LOT LINE
APPROXIMATE LAND LOT LINE
L.L.143
L.L.114
L.L.115
L.L.142
L.L.143
L.L.114
L.L.144
L.L.113
L.L.144
L.L.113
COW
ETA
COUN
TY -
3RD
DIST
RICT
COW
ETA
COUN
TY -
2ND
DIST
RICT
APPR
OXIM
ATE
LAND
LOT
LIN
EAP
PROX
IMAT
E LA
ND L
OT L
INE
L.L.143
L.L.146
L.L.142
L.L.147
APPROXIMATE LAND LOT LINE
APPROXIMATE LAND LOT LINE
L.L.144
L.L.145
APPROXIMATE LAND LOT LINE
COW
ETA
COUN
TY -
2ND
DIST
RICT
COW
ETA
COUN
TY -
3RD
DIST
RICT
L.L.9
L.L.10
APPROXIMATE LAND LOT LINE
APPR
OXIM
ATE
LAND
LOT
LIN
E
APPR
OXIM
ATE
LAND
LOT
LIN
E
APPR
OXIM
ATE
LAND
LOT
LIN
E
APPR
OXIM
ATE
LAND
LOT
LIN
E
APPR
OXIM
ATE
LAND
LOT
LIN
E
APPR
OXIM
ATE
LAND
LOT
LIN
EAP
PROX
IMAT
E LA
ND L
OT L
INE
L.L.11
L.L.177
L.L.12
APPROXIMATE LAND LOT LINE
APPR
OXIM
ATE
LAND
LOT
LIN
E
APPROXIMATE LAND LOT LINE
L.L.11
L.L.176
L.L.144
L.L.145
L.L.143
L.L.146
L.L.176
L.L.175
L.L.177
L.L.178
APPROXIMATE LAND LOT LINE
L.L.176
L.L.145
L.L.175
L.L.146
APPROXIMATE LAND LOT LINEAPPROXIMATE LAND LOT LINEAPPROXIMATE LAND LOT LINE
SHEET
SHEET TITLE
AT
LA
NT
AT
AL
LA
HA
SS
EE
C Moore Bass Consulting
DATE
FILE #
CONTRACT #
DRAWN BY
PR
OJE
CT
N
AM
E
CL
IE
NT
N
AM
E
RE
VIS
IO
NS
ARCHIVE
V:\A
41.097\W
orkfiles\S
urvey\A
41.0097-P
LA
T.dw
g, S
HE
ET
1, km
cm
illan, Jul 03, 2019 - 7:53:34am
A41.0097-PLAT.dwg
ww
w.m
oorebass.com
1350 K
eys F
erry C
ourt
McD
onough, G
eorgia 30253
(770) 914-9394 (O
ffice)
(770) 914-9596 (F
ax)
The Drawings, Specifications and other documents
prepared by Moore Bass Consulting, Inc. (MB) for
this Project are instruments of MB for use solely
with respect to this Project and, unless otherwise
provided, MB shall be deemed the author of these
documents and shall retain all common law,
statutory and other reserved rights, including the
copyright.
1350 KEYS FERRY COURT
McDONOUGH, GA 30253
LSF #1179
SEAL
7/1/19
1 OF 4
FINAL
SURVEY
CO
RIN
TH
L
AN
DIN
G
CO
RIN
TH
A
CR
ES
, L
LC
270 N
. JE
FF
D
AV
IS
D
RIV
E
FA
YE
TT
EV
IL
LE
, G
A 30214
RJD/BKM
THIS BOX IS RESERVED FOR THE CLERK OF SUPERIOR COURTRECORDING INFORMATION.
BUILDING PERMITS FOR LOTS STAMPED BY THE TRANSPORTATION AND ENGINEERING DEPARTMENT WILL BE RELEASEDSUBJECT TO THE FOLLOWING:
TE/A: SITE PLAN REQUIRED SHOWING BUILDING AND DRIVEWAY LOCATION.
TE/B: SITE PLAN REQUIRED SHOWING BUILDING LOCATION AND ELEVATION.
TE/C: SITE PLAN REQUIRED SHOWING BUILDING LOCATION, ELEVATION AND DRAINAGE/GRADING.
NO N.G.S. MONUMENT FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.
ALL PROPERTY CORNERS REFERENCED AS I.P.S. INDICATES A 1/2" REBAR PLACED W/CAP LSF 001179 UNLESS OTHERWISENOTED.
MOORE BASS CONSULTING AND/OR ROBERT J. DEBIEN DO NOT GUARANTEE THAT ALL EASEMENTS AND SUB-SURFACECONDITIONS WHICH MAY AFFECT THIS PROPERTY ARE SHOWN.
THIS DRAWING HAS BEEN GENERATED ELECTRONICALLY. THIS MEDIA SHOULD NOT CONSIDEREDA CERTIFIED VALID DOCUMENT UNLESS IT HAS BEEN PROPERLY SEALED, SIGNED, AND DATED BY ROBERT J. DEBIEN INCONTRASTING COLOR OF INK PER O.C.G.A. 43-15-22.
THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH COULD REVEAL ENCUMBRANCES NOT SHOWN.ALL MATTERS TO TITLE ARE EXCEPTED.
THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY OR ENTITY NAMED HEREON AND THE CERTIFICATION DOESNOT EXTEND TO ANY OTHERS.
THIS PLAT MAY NOT CONFORM TO THE BEARINGS AND DISTANCES RECORDED ON THE DEED AND/OR PLAT OF RECORD DUE TOSEVERAL FACTORS INCLUDING, BUT NOT LIMITED TO, THE NATURE OF THE ADVANCES IN SURVEYING TECHNOLOGY SUCH ASELECTRONIC DISTANCE MEASURING DEVICES AND THE ADVENT OF SURVEY GRADE G.P.S. MEASUREMENT EQUIPMENT.
THIS SURVEY IS REFERENCED TO THE NORTH AMERICAN DATUM (N.A.D.) OF 1983(1994 ADJUSTMENT) FOR HORIZONTAL DATUMAND THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988 FOR THE VERTICAL DATUM. THE USE OF G.P.S. SURVEYMEASURING TECHNIQUES WERE USED FOR THESE DATUMS AND BASED ON THE POSITIONAL VALUES FOR THE VIRTUALREFERENCE STATION NETWORK DEVELOPED BY EGPS SOLUTIONS. THE ORTHOMETRIC HEIGHTS WERE DERIVED USING THEGEOID A12.
ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
UTILITIES SHOWN ARE BASED ON ABOVE GROUND EVIDENCE. ADDITIONAL UTILITIES MAY EXIST ABOVE OR BELOW GROUND. NOCERTIFICATION OR GUARANTEE IS MADE AS TO THE ACCURACY OR THOROUGHNESS OF THE UTILITIES OR STRUCTURESSHOWN HEREON. PER GEORGIA LAW THE UNDERGROUND UTILITIES PROTECTION SERVICE MUST BE CALLED PRIOR TO THECOMMENCEMENT OF ANY AND ALL EARTH DISTURBING ACTIVITIES.
THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 24,234 FEET, AND AN ANGULARERROR OF 02" PER ANGLE. IT WAS A CLOSED LOOP TRAVERSE AND WAS ADJUSTED USING THE LEAST SQUARES METHOD.
THE CLOSURE PRECISION OF THE DATA SHOWN ON THE MAP OR PLAT. "THIS MAP OR PLAT HAS BEEN CALCULATED FORCLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 859,444 FEET" THE CLOSURE PRECISION PLACED ON THESURVEY SHALL BE BASED ON AN ACTUAL MAP CLOSURE THAT HAS BEEN INDEPENDENTLY CALCULATED BY THE SURVEYOR BYUSING THE BEARINGS AND DISTANCES FROM THE FACE OF THE PLAT, AND SHALL NOT BE A GENERALIZATION.
ALL LOTS OR PARCELS SHOWN ON SURVEY ARE LINEAR AND ANGULAR MEASUREMENTS WERE OBTAINED USING A TRIMBLE S6ROBOTIC TOTAL STATION & CHAMPION TKO ROVER GPS UNIT. THE FIELDWORK WAS COMPLETED NOVEMBER 6, 2006 ON THISPROJECT.
SURVEY NOTES
LOT DESIGNATION
STORMWATER MANAGEMENT PLANA DETAILED HYDROLOGY REPORT AND STORMWATER MANAGEMENT PLAN IS NOT REQUIRED DUE TO
THE LOT SIZES BEING 5.0 ACRES (MINIMUM).
1. REDUCTION OF LIMITS OF CLEARING AND GRADING FOR PRESERVATION OF NATURAL FEATURES
AND UNDISTURBED NATURAL AREAS AROUND THE PERIMETER OF EACH HOUSE SITE. RUNOFF
FLOWS AS SHEET FLOW THROUGH THESE NATURAL VEGETATED AREAS TO ENHANCE WATER
QUALITY.
2. LARGER LOT SIZES (GREATER THAN 3.0 ACRES) CREATES A LIMITED AMOUNT OF IMPERVIOUS AREA.
EACH LOT INCLUDES APPROXIMATELY 0.11 ACRES OF IMPERVIOUS AREA (INCLUDING THE HOUSE
AND DRIVEWAY). TOTAL IMPERVIOUS AREA = [0.11 AC X 20 LOTS] + [2.24 AC OF ACCESS DRIVE] = 4.4
AC (1.9% OF THE TOTAL AREA).
3. ROOF DOWNSPOUTS ARE DIRECTED AWAY FROM THE HOUSE IN ALL DIRECTIONS ALLOWING THE
CONCENTRATED FLOW TO BE DISCHARGED TO PERVIOUS AREAS WHICH SERVE AS OVERLAND
FLOW/FILTRATION ZONES. THE FINISHED GRADE AROUND EACH HOUSE SHALL BE LESS THAN OR
EQUAL TO 3% OR A FOR A DISTANCE OF 25' AROUND THE PERIMETER OF THE HOUSE WITH GUTTER
DOWNSPOUTS ORIENTED TO ALLOW FOR SHEET FLOW ACROSS THE OVERLAND FLOW/FILTRATION
ZONES.
THE ACCESS ROAD, BRIDGES, CULVERTS, ETC. NEED TO BE BUILT TO WITHSTAND THE WEIGHT OF A FIREAPPARATUS OF 51,000 LBS AND HAVE AN UNOBSTRUCTED CLEARANCE HEIGHT OF AT LEAST 13'-6".
ANY PROPOSED HOUSE, WHICH IS LOCATED LOCATED MORE THAN 1,000 FEET FROM THE NEAREST FIREHYDRANT, WILL HAVE AN ISO PROTECTION CLASS RATING OF 9 INSTEAD OF 4, WHICH CAN RESULT INSUBSTANTIAL INCREASES IN INSURANCE PREMIUMS FOR THE PROPERTY OWNERS.
FIRE DEPARTMENT NOTE
I HEREBY CERTIFY THAT THE ACCEPTED ENGINEERING PROCEDURES AND DESIGN METHODS WERE USED TO ESTABLISHTHE LAYOUT OF THIS DEVELOPMENT; THAT THE STREETS, DRAINAGE STRUCTURES AND ANY OTHER DESIGN FEATURESHAVE BEEN CONSTRUCTED ACCORDING TO THE DEVELOPMENT CONSTRUCTION DRAWINGS AND REVISIONS APPROVEDBY THE COWETA COUNTY SUBDIVISION REVIEW COMMITTEE; AND THAT ALL APPLICABLE ENGINEERING REQUIREMENTSOF THE "LAND SUBDIVISION REGULATIONS" FOR RESIDENTIAL, COMMERCIAL AND/OR INDUSTRIAL SUBDIVISIONS AND ALLAPPLICABLE REQUIREMENTS OF THE "ZONING REGULATIONS" OF COWETA COUNTY, GEORGIA, HAS BEEN FULFILLED,EXCEPT AS OTHERWISE APPROVED BY THE REVIEW COMMITTEE.
ANTHONY L. WIGGINS, P.E. # 032281 DATE:
THIS PLAT DOES NOT CONSTITUTE A SUBDIVISION, AS CURRENTLY DEFINED BY COWETA COUNTY ZONING ANDDEVELOPMENT ORDINANCE : THEREFORE. COWETA COUNTY AFFIRMS THAT FORMAL REVIEW AND PLAT APPROVAL ISNOT REQUIRED PRIOR TO RECORDING OF THIS SURVEY.
ACKNOWLEDGEMENT SIGNATURE, COWETA COUNTY PLANNING DEPARTMENT DATE:
AFTER AN INSPECTION OF THE LANDS PLATTED, WETLANDS HAVE BEEN FOUND AND LOCATED AS SHOWN.
WETLANDS SHOWN UPON THIS FINAL PLAT ARE UNDER THE JURISDICTION OF THE U.S. ARMY CORPS OF ENGINEERS.DISTURBANCE TO THESE WETLAND AREAS IS PROHIBITED WITHOUT PROPER AUTHORIZATION.
ENGINEER/CERTIFIED WETLANDS SPECIALIST DATE
AS REQUIRED BY SUBSECTION (c) OF O.C.G.A. SECTION 15-6-67, THIS MAP OR PLAT HAS BEEN PREPARED AND ISSUEDFOR SUBMITTAL AND APPROVAL BY THE LOCAL JURISDICTION AS IS EVIDENCED BY THE APPROVAL CERTIFICATES,SIGNATURES, STAMPS, OR STATEMENTS HEREON. SUCH APPROVALS OR AFFIRMATIONS SHOULD BE CONFIRMEDWITH THE APPROPRIATE GOVERNMENTAL BODIES BY ANY PURCHASER OR USER OF THE SURVEY OR MAP AS TOINTENDED USE OF ANY PARCEL. FURTHER, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS MAP, PLAT,OR PLAN COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SETFORTH IN CHAPTER 180-7 OF THE RULES OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONALENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN THE GEORGIA PLAT ACT O.C.G.A. 15-6-67. IT IS HEREBYCERTIFIED THAT PLAN SHOWN AND DESCRIBED HEREON IS A TRUE AND CORRECT SURVEY MADE ON THE GROUNDUNDER MY SUPERVISION, TO THE ACCURACY REQUIRED BY THE SUBDIVISION REGULATIONS OF COWETA COUNTY,GEORGIA, AND THAT THE MONUMENTS SHOWN HAVE BEEN PLACED TO THE SPECIFICATIONS SET FORTH IN SAIDREGULATIONS.
ROBERT J. DEBIEN, GA REGISTERED LAND SURVEYOR NO. 2964 DATE
I HEREBY CERTIFY THAT THIS FINAL PLAT IS A TRUE REPRESENTATION OF THE RESULTS OF AN ACTUAL SURVEY BYME OR UNDER MY SUPERVISION, CONFORMING TO THE NORMAL STANDARDS OF CARE OF PROFESSIONALSURVEYORS PRACTICING IN THE STATE OF GEORGIA AND THAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXISTOR ARE MARKED "FUTURE" AND THAT THE SURVEYING REQUIREMENTS FOR FINAL PLATS OF THE "DEVELOPMENTREGULATIONS" AND "ZONING REGULATIONS" OF COWETA COUNTY, GEORGIA, HAVE BEEN FULFILLED. ACCORDING TOTHE STATE OF GEORGIA SAFE DAMS ACT MAP FOR COWETA COUNTY, GEORGIA, I HAVE DETERMINED THEDEVELOPMENT DOES NOT LIE IN A BASIN BELOW A CATEGORY II DAM.
ROBERT J. DEBIEN, GA REGISTERED LAND SURVEYOR NO. 2964 DATE
1. SURVEY FOR LAND CONTRACT ACCEPTANCE CORPORATION BY JIMMERSON-DICKSON, INC., ENGINEERS AND SURVEYORSDATED MARCH 31, 1976 AND RECORDED IN PLAT BOOK 21, PAGE 21.
2. COMPILED PLAT FOR H.T. BREMER BY JOHN R. CHRISTOPHER DATED NOVEMBER 18, 1983 AND RECORDED IN PLAT BOOK 32,PAGE 289.
3. PLAT OF SURVEY OF PROPERTY OF RICHARD BILSKIE BY T.Y. MATTOX DATED SEPTEMBER 9, 1970 RECORDED IN PLAT BOOK14, PAGE 185.
4. PLAT OF SURVEY OF DEER RUN BY LANDMARK SURVEYING, INC. DATED NOVEMBER 5, 1987 AND RECORDED IN PLAT BOOK 44,PAGE 271.
5. SURVEY FOR PAUL ROBINSON BY JASON D. TURNER DATED NOVEMBER 9, 2000 AND RECORDED IN PLAT BOOK 72, PAGE 223.
6. PLAT OF PROPERTY FOR BARBARA B. CHAPMAN BY CULLEN REID PATTON, JR., DATED JULY 15, 1977 AND RECORDED IN PLATBOOK 23, PAGE 13.
7. PLAT OF SURVEY OF FOUR SEASONS OF GEORGIA BY J. HUGH CAMP DATED DECEMBER 3, 1969 AND RECORDED IN PLAT BOOK13, PAGE 137.
8. PLAT OF SURVEY OF FOUR SEASONS OF GEORGIA BY J. HUGH CAMP DATED DECEMBER 8, 1969 AND RECORDED IN PLAT BOOK13, PAGE 139.
9. PLAT OF SURVEY OF FOUR SEASONS OF GEORGIA BY JIMMERSON-DICKSON, ENGINEERING AND SURVEYORS DATED APRIL 20,1970 AND RECORDED IN PLAT BOOK 14, PAGE 7.
10. PRELIMINARY TITLE COMMITMENT NO. 18577/20531EFFECTIVE DATE OF COMMITMENT: SEPTEMBER 17, 2006
11. DEED BOOK 4714, PAGE 308 OF CORINTH ACRES, LLC RECORDED AT COWETA COUNTY JULY 7, 2018.
AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP PANEL NUMBER: 13077C0240D, EFFECTIVE DATE FEBRUARY 6, 2013, APORTION OF THIS PROPERTY IS LOCATED WITHIN A FEDERALLY DESIGNATED FLOOD HAZARD ZONE.
100 YEAR FLOOD LINE SHOWN HEREON WAS PROVIDED BY THE COWETA COUNTY TRANSPORTATION
AND ENGINEERING DEPARTMENT FROM A FLOOD STUDY PREPARED BY DEWBERRY & ASSOCIATES.
LIVE STREAMS AND/OR WETLANDS EXIST ON THIS PROPERTY AND HAVE BEEN FIELD DELINEATED AND
LOCATED BY REGISTER NELSON ENVIRONMENTAL CONSULTANTS.
THIS SITE DISCHARGES INTO GOLDEN CREEK. IT DOES NOT DISCHARGE INTO AN IMPAIRED STREAM SEGMENT, OR WITHINONE MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS, ANY PORTION OF A BIOTA IMPAIRED STREAM SEGMENT.
COMPANY: CORINTH ACRES, LLC
ADDRESS:270 N. JEFF DAVIS DRIVEFAYETTEVILLE, GA 30214
PHONE: (770) 461-0478
24 HOUR CONTACT
RICHARD FERRY(678) 251-5046
CIVIL ENGINEER
MOORE BASS CONSULTING, INC.
SURVEYOR
NAME:ADDRESS: 1350 KEYS FERRY COURT
McDONOUGH, GA 30253
PHONE: ph: (770) 914-9394fax: (770) 914-9596
NAME:
ADDRESS:
PHONE: ph: (770) 914-9394fax: (770) 914-9596
1350 KEYS FERRY CTMcDONOUGH, GA 30253
MOORE BASS CONSULTING, INC.
DEVELOPER
COMPANY: CORINTH ACRES, LLC
ADDRESS:270 N. JEFF DAVIS DRIVEFAYETTEVILLE, GA 30214
OWNER
1. PROJECT NAME: CORINTH LANDING2. OVERALL SITE AREA: 799.27 ACRES (34,835,828 SQ. FT.)3. DISTURBED AREA: 00.00 ACRES4. CURRENT ZONING: RC5. TAX ID #: 052 2144 0016. NUMBER OF LOTS: 157. BUILDING SETBACKS:
FRONT: 100'SIDE: 25'REAR: 50'
8. BOUNDARY SOURCE: SURVEY BY MOORE BASS CONSULTING, DATED JANUARY 20079. TOPOGRAPHIC SOURCE: COWETA COUNTY GIS AND MOORE BASS FIELD SURVEY, DATED NOVEMBER 6,
200610. PROJECT UTILITIES:WATER: COWETA COUNTYSEWER: ON-SITE SEPTIC SYSTEMS
1. THE OWNERSHIP AND MAINTENANCE OF THE PRIVATE DRIVEWAY AND EASEMENT SHALL BE THE PROPERTYOWNER'S RESPONSIBILITY.
2. ANY NECESSARY CONSTRUCTION SIGNAGE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.3. LOTS SERVED BY PRIVATE DRIVEWAY EASEMENTS MAY NOT BE FURTHER SUBDIVIDED.4. THE PROPERTY IS ZONED RC (RURAL CONSERVATION). ONLY ONE DWELLING IS PERMITTED PER PARCEL.5. IF IT IS DETERMINED BY THE DEVELOPMENT INSPECTOR THAT A DRIVEWAY DOES NOT PROVIDE ADEQUATE
SIGHT DISTANCE PER AASHTO POLICY, THE NEW DRIVEWAY LOCATION MUST BE FIELD VERIFIED BY THEPROJECT ENGINEER AND IF NECESSARY, SURVEY PLAT MUST BE REVISED TO REFLECT NEW LOCATIONS.
6. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO SATISFY ANY UTILITY CONFLICTSTHAT MAY ARISE DURING CONSTRUCTION, INCLUDING OBTAINING ANY NECESSARY PERMITS ORENCROACHMENT EASEMENT AGREEMENTS.
ALL PROPOSED DRIVES AND EASEMENT DRIVES MEET AASHTO SIGHT DISTANCE REQUIREMENTS. (SEE EROSION CONTROL PLANSBY MOORE BASS CONSULTING FOR DRIVEWAY LOCATIONS)
ANTHONY L. WIGGINS, P.E. # 032281 DATE
COWETA COUNTY SURVEY CERTIFICATE
SURVEY CERTIFICATE
ENGINEER'S CERTIFICATE
WETLAND CERTIFICATE
FLOOD LINE NOTE
ACKNOWLEDGEMENT CERTIFICATE
SIGHT DISTANCE CERTIFICATION
OWNER / DEVELOPER INFORMATION
COWETA COUNTY NOTES
REFERENCES
RECEIVING WATERS
SITE DATANo. 2964
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SUMMER DRIVE
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BOHANNON ROAD
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BEAVERS ROAD
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CONTAINER CORP.D.B. 268 PG. 576
TAX ID.052-2144-001ZONED RR
ZONED RR
& LOVELLA N. MC MANUS
N/FDONALD SAMS BOHANNAN
D.B. 12023 PG. 72TAX ID.
053-2177-001ZONED RR
N/FRICHARD HAYNESD.B. 2660 PG. 460
TAX ID.052A-133
ZONED RR
DUE TO THE VAGUENESS
LEGAL DESCRIPTION AND
N/FBRENDA D. JORDAN
D.B. 865 PG. 466TAX ID.
053-2177-009ZONED RR
N/FPAUL LEE WEATHERS, JR
D.B. 1600 PG. 175P.B. 52 PG. 112
TAX ID.053-2177-010ZONED RR
N/FRICHARD PAUL BILSKIE
D.B. 1215 PG. 379TAX ID.
052-2145-001ZONED RR
N/FMICHAEL ALAN BILSKIE
D.B. 1215, PG. 379P.B. 32, PG. 289
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APPROXIMATE LAND LOT LINE
CMF
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CMFIPF1/2" RB
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1086.59'
S39°42'37"E
1269.60'
S41°33'53"E
1355.91'S40°35'34"E
3044.23'
N52°21'53"E
1540.31'
N78°07'59"E
394.50'
706.83'
100 YEAR FLOODPLAIN
EXISTING FLOOD PLAINEL 744.00
EXISTING FLOOD PLAINEL 744.05
EXISTING FLOOD PLAIN
EL 748.42
EXISTING FLOOD PLAINEL 748.42
EXISTING FLOOD PLAINEL 743.95
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18" CMP
S08°
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N71°25'24"E
634.96'
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50' UNDISTURBEDBUFFER
S04°
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"E23
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L.L.175
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L.L.178
APPROXIMATE LAND LOT LINE
L.L.176
L.L.145
L.L.175
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75' IMPERVIOUSSETBACK
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100 YEARFLOODPLAIN
742.6
1'
289.93'
554.81'
1683.98'
501.02'192.17'
589.8
3'
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260.53
'
1279.07'
1498.10'
18" CMP
18" CMP
AREA:38.04 ACRES
1,656,897 SQ. FT .
CBA: 38.04 ACRES
AREA:38.06 ACRES
1,657,989 SQ. FT .
CBA: 38.06 ACRES
AREA:56.36 ACRES
2,455,228 SQ. FT .
CBA: AREA OUTSIDE FLOOD PLAIN54.28 +/- ACRES
2,364,659 +/- SQ. FT.
AREA:56.20 ACRES
2,447,859 SQ. FT .
CBA: AREA OUTSIDE FLOOD PLAIN49.79 +/- ACRES
2,168,642 +/- SQ. FT.
AREA:54.27 ACRES
2,364,108 SQ. FT .
CBA: AREA OUTSIDE FLOOD PLAIN50.09 +/- ACRES
2,182,162 +/- SQ. FT.
895,146 +/- SQ. FT.
C27
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522.00
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C30
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666.02'
515.40'
180.33'
398.78'
S45°10'48"E1132.53'
S10°
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N50°35'11"W230.89'
N58°15'17"W144.78'
N44°15'42"W104.04'
N34°28'01"W151.57'
N34°08'51"W183.58'
N49°23'08"W60.62'
N09°54'40"W224.68'
N09°35'09"E108.22'
N11°18'17"W230.32'
N22°35'52"W291.27'
N25°56'22"W442.96'
N18°08'41"W155.45'
N40°59'26"W149.82'
N52°41'40"E1498.10'
N37°18'20"W
398.78'
N37°30'26"W
180.33'
N37°36'48"W
1181.42'
S01°38'21"W
110.69'
N89°56'28"W
1279.07'
L=513.41'R=3639.63'CL=512.98'CD=S41°50'46"W
S45°53'14"W
260.53'
L=429.37'R=22307.80'CL=429.36'CD=S45°20'08"W
S44°47'03"W
547.99'
L=450.31'R=5897.75'CL=450.20'CD=S46°58'18"W
L=380.03'R=1518.27'CL=379.04'CD=S56°19'47"W
S63°30'02"W
220.99'
S17°14'18"E
589.83'
S62°15'09"E
192.17'
N72°49'09"E
501.02'
S32°21'53"E
1683.98'
N53°48'59"E
554.81'
S47°37'44"E
289.93'
S24°17'43"W
742.61'
S71°12'10"W
70.78'
N69°33'31"W
498.34'
100' B/L
100' B
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V:\A
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41.0097-P
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2, km
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A41.0097-PLAT.dwg
ww
w.m
oorebass.com
1350 K
eys F
erry C
ourt
McD
onough, G
eorgia 30253
(770) 914-9394 (O
ffice)
(770) 914-9596 (F
ax)
The Drawings, Specifications and other documents
prepared by Moore Bass Consulting, Inc. (MB) for
this Project are instruments of MB for use solely
with respect to this Project and, unless otherwise
provided, MB shall be deemed the author of these
documents and shall retain all common law,
statutory and other reserved rights, including the
copyright.
1350 KEYS FERRY COURT
McDONOUGH, GA 30253
LSF #1179
SEAL
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DEED BOOKPLAT BOOKPAGELAND LOTOPEN TOP PIPEREBARIRON PIN FOUND1/2" REBAR W/C LSF 001179CRIMP TOP PIPECURB & GUTTERRIGHT OF WAYNOW OR FORMERLYOVERHEAD POWER LINECORRUGATED METAL PIPESTORMWATER MANAGEMENT FACILITYTEMPORARY BENCHMARKPOINT OF BEGINNINGPOINT OF COMMENCEMENTREINFORCED CONCRETE PIPEDUCTILE IRON PIPEPOLYVINYL CHLORIDE PIPEHIGH DENSITY POLYETHYLENE PIPEPROPERTY LINECENTERLINEIDENTIFICATIONBUILDING SETBACK LINEBACK OF CURBCURVE LABELCURB INLETDRAINAGE EASEMENT
EDGE OF PAVEMENTFIRE HYDRANTLINE LABELNOW OR FORMERLYPK NAIL SETSANITARY SEWER EASEMENTUTILITY EASEMENTREFERENCESEWER CLEAN OUTSQUARE FOOTIRON PIN FOUNDIRON PIN SETCALCULATED POINTPOWER POLE (PP)FIRE HYDRANT (FH)WATER VALVE (WV)WATER METER (WM)JUNCTION BOX (JB)SANITARY SEWER MANHOLE (SSMH)DROP INLET (DI)R/W MONUMENTSINGLE WING CATCH BASINDOUBLE WING CATCH BASINCURB INLETHEADWALL (HW)FLARED END SECTIONLIGHT POST (LP)YARD INLETSEWER CLEAN OUT
EOPFHLN/FPKSSSEUEREFC/OSQ. FT.
LEGEND
DSTHIS BOX IS RESERVED FOR THE CLERK OF SUPERIOR COURT
RECORDING INFORMATION.
SEE SHEET 3 OF 4MATCH LINE
FLOODPLAIN WETLANDS
EXISTING LAKE
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JOE BROWN ROAD
CORINTH ROAD
(80' R/W)
I WALKERBROOKS ROAD
CORINTH RD
(80' R
/W)
CORINTH RD(80' R/W)
CORINTH ROAD
(80' R/W)N/F
FOUR SEASONSOF GEORGIASUBDIVISION
P.B. 13, PG. 137ZONED RR
N/FFOUR SEASONS
OF GEORGIASUBDIVISION
P.B. 13, PG. 137ZONED RR
N/FBOARD OF EDUCATIONOF COWETA COUNTY
D.B. 3110 PG. 589TAX ID.
040-3010-001ZONED RC
N/FRICHARD PAUL BILSKIE
D.B. 1215 PG. 379TAX ID.
N/FMICHAEL ALAN BILSKIE
D.B. 1215, PG. 379P.B. 32, PG. 289
ZONED RR
N/FJAMES E. DORMINY
D.B. 192 PG. 276TAX ID.
040-3009-002ZONED RR
75' IMPERVIOUSSETBACK
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10"D.I.P.
EX. R/W
EX. R/W
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APPROXIMATE LAND LOT LINE
CMF
CMF
CMFCMF
CMF
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CMFCMF
CMF
IPF1/2" OTP
(3.27' SOUTH)
IPF1/2" RB
30" CMP
24" CMP
24" CMP
30" CMP
10'X10'BOX CULVERT
75' IMPERVIOUSSETBACK
50' UNDISTURBEDBUFFER
EX.POND
75' IMPERVIOUSSETBACK
50' UNDISTURBEDBUFFER
EX. R
/W
EX. R
/W
EX. R/W
EX. R/W EX. R/W
EX. R/W
EX. R
/W EX. R
/WOL
D CO
RINT
H RO
AD
100' B/L
N78°07'59"E
394.50'
N78°02'50"E
706.83'
N51°58'07"E
1704.24'
S19°
41'23
"E
1312
.78'
S19°
52'42
"E
1642
.56'
100 YEAR FLOODPLAIN
100 YEARFLOODPLAIN
100 YEAR FLOODPLAIN100 YEAR FLOODPLAIN
EXIS
TING
FLOO
D PL
AIN
EL 74
3.90
100 YEAR FLOODPLAIN
EXIST
ING FLOOD PL
AIN
EL 74
3.95
EXISTING FLOOD PLAIN
EL 743.97
EXISTING FLOOD PLA
IN
EL 743.
98
EXISTING FLOOD PLAINEL 744.00
EXISTING FLOOD PLAINEL 744.02
EXISTING FLOOD PLAINEL 744.00
EXISTING FLOOD PLAIN
EL 745.06
EXISTING FLOOD PLAINEL 746.68
EXISTING FLOOD PLAIN
EL 747.75
EXISTING FLOOD PLAINEL 748.09
EXISTING FLOOD PLAIN
EL 749.87
EXISTING FLOOD PLAINEL 754.13
EXISTING FLOOD PLAINEL 755.90
EXIS
TING
FLO
OD P
LAIN
APPROXIMATE LAND LOT LINE
L.L.144
L.L.145
COW
ETA
COUN
TY -
2ND
DIST
RICT
COW
ETA
COUN
TY -
3RD
DIST
RICT
L.L.9
L.L.10
APPROXIMATE LAND LOT LINE
APPR
OXIM
ATE
LAND
LOT
LIN
E
APPR
OXIM
ATE
LAND
LOT
LIN
E
S08°
36'20
"E51
1.62'
N71°25'24"E
634.96'
75' IMPERVIOUSSETBACK
50' UNDISTURBEDBUFFER
N06°
03'00
"E16
30.04
'
S18°
09'12
"E29
66.02
'
S18°
23'58
"E
451.6
9'N0
5°20
'33"E
1800
.10'
N23°
43'03
"E77
1.89'
S49°10'27"E
1070.29'
S49°10'27"E
478.70'
S04°
01'02
"E23
6.22'
75' IMPERVIOUSSETBACK
50' UNDISTURBEDBUFFER
75' IMPERVIOUSSETBACK
50' UNDISTURBEDBUFFER
75' IMPERVIOUSSETBACK
50' UNDISTURBEDBUFFER
100' B/L
100' B/L 25' B/L
25' B/L
25' B/L
25' B/L
25' B/L
25' B/L
100' B/L
100' B/L
100' B/L
100' B/L
APPROXIMATE LAND LOT LINEAPPROXIMATE LAND LOT LINE
50' UNDISTURBEDBUFFER
75' IMPERVIOUSSETBACK
100 YEAR FLOODPLAIN
100 YEARFLOODPLAIN
742.6
1'
498.34'
S04°
01'02
"E72
0.46'
N86°41'14"W289.45'
N01°46'44"E80.21'
N39°19'35"E300.76'N59°28'07"W
281.67'
EX. R/W
50' B/L
25' B/L
25' B
/L
25' B
/L
25' B/L
25' B/L
25' B
/L
25' B
/L
25' B/L
25' B/L
EX. R
/W
70.78'
N03°
23'47
"E84
7.28'
AREA:56.89 ACRES
2,478091 SQ. FT .
CBA: AREA OUTSIDE FLOOD PLAIN47.58 +/- ACRES2,072,226 SQ. FT.
AREA:55.24 ACRES
2,406,420 SQ. FT .
CBA: AREA OUTSIDE FLOOD PLAIN33.99 +/- ACRES
1,480,543 +/- SQ. FT.
AREA:57.53 ACRES
2,505,860 SQ. FT .
CBA: AREA OUTSIDE FLOOD PLAIN44.12 +/- ACRES
1,921,882 +/- SQ. FT.
AREA:49.25 ACRES
2,145,140 SQ. FT .
CBA: AREA OUTSIDE FLOOD PLAIN46.33 +/- ACRES
2,017,918 +/- SQ. FT.
AREA:49.20 ACRES
2,142,987 SQ. FT
CBA: AREA OUTSIDE FLOOD PLAIN45.86 +/- ACRES
1,997,531 +/- SQ. FT.
934.27
'
AREA:48.90 ACRES
2,130,043 SQ. FT .
CBA: AREA OUTSIDE FLOOD PLAIN20.55 +/- ACRES
895,146 +/- SQ. FT.
C1
C2
C3
C4
C5
C6
C7
C8
C9C10
C11
602.27'
1185.01'
C12
1086.71'
201.48
'
184.55
'
L=292.35'R=550.00'
CL=288.92'CD=N50°09'14"W
N65°22'52"W61.97'
N24°37'08"E204.63'
N84°38'30"W10.30'
N51°14'43"W60.20'
N34°06'08"W191.44'
N48°55'17"W245.65'
N20°27'51"W284.83'
N50°35'11"W230.89'
N58°15'17"W144.78'
N44°15'42"W104.04'
N34°28'01"W151.57'
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
N53°48'59"E
554.81'
S24°17'43"W
742.61'
S71°12'10"W
70.78'
N69°33'31"W
498.34'
N40°40'34"E
1320.29'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
L=308.88'R=2763.11'CL=308.72'
CD=N40°52'19"E
L=509.42'R=2970.08'CL=508.80'
CD=N52°28'40"E
L=325.88'R=2402.30'CL=325.63'
CD=N43°40'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
L=308.88'R=2763.11'CL=308.72'
CD=N40°52'19"E
L=509.42'R=2970.08'CL=508.80'
CD=N52°28'40"E
L=325.88'R=2402.30'CL=325.63'
CD=N43°40'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
L=308.88'R=2763.11'CL=308.72'
CD=N40°52'19"E
L=509.42'R=2970.08'CL=508.80'
CD=N52°28'40"E
L=69.47'R=6773.55'CL=69.47'
CD=N39°29'53"E
L=325.88'R=2402.30'CL=325.63'
CD=N43°40'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
N70°52'31"E
1029.16'
N70°52'31"E
776.84'
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=1283.43'R=2838.49'
CL=1272.52'CD=N57°01'40"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
L=150.30'R=9628.80'CL=150.30'
CD=N70°25'41"E
10"D.I.P.
W
W
W
W
W
W
W
W
W
W10"
D.I.P.
158.76'
18.72'
1 inch = ft.( IN FEET )
GRAPHIC SCALE
0 100 200 400 800200
200
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1350 K
eys F
erry C
ourt
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eorgia 30253
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ffice)
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ax)
The Drawings, Specifications and other documents
prepared by Moore Bass Consulting, Inc. (MB) for
this Project are instruments of MB for use solely
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E
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I
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DEED BOOKPLAT BOOKPAGELAND LOTOPEN TOP PIPEREBARIRON PIN FOUND1/2" REBAR W/C LSF 001179CRIMP TOP PIPECURB & GUTTERRIGHT OF WAYNOW OR FORMERLYOVERHEAD POWER LINECORRUGATED METAL PIPESTORMWATER MANAGEMENT FACILITYTEMPORARY BENCHMARKPOINT OF BEGINNINGPOINT OF COMMENCEMENTREINFORCED CONCRETE PIPEDUCTILE IRON PIPEPOLYVINYL CHLORIDE PIPEHIGH DENSITY POLYETHYLENE PIPEPROPERTY LINECENTERLINEIDENTIFICATIONBUILDING SETBACK LINEBACK OF CURBCURVE LABELCURB INLETDRAINAGE EASEMENT
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A41.0097-PLAT.dwg
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w.m
oorebass.com
1350 K
eys F
erry C
ourt
McD
onough, G
eorgia 30253
(770) 914-9394 (O
ffice)
(770) 914-9596 (F
ax)
The Drawings, Specifications and other documents
prepared by Moore Bass Consulting, Inc. (MB) for
this Project are instruments of MB for use solely
with respect to this Project and, unless otherwise
provided, MB shall be deemed the author of these
documents and shall retain all common law,
statutory and other reserved rights, including the
copyright.
1350 KEYS FERRY COURT
McDONOUGH, GA 30253
LSF #1179
SEAL
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No. 2964
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N
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DEED BOOKPLAT BOOKPAGELAND LOTOPEN TOP PIPEREBARIRON PIN FOUND1/2" REBAR W/C LSF 001179CRIMP TOP PIPECURB & GUTTERRIGHT OF WAYNOW OR FORMERLYOVERHEAD POWER LINECORRUGATED METAL PIPESTORMWATER MANAGEMENT FACILITYTEMPORARY BENCHMARKPOINT OF BEGINNINGPOINT OF COMMENCEMENTREINFORCED CONCRETE PIPEDUCTILE IRON PIPEPOLYVINYL CHLORIDE PIPEHIGH DENSITY POLYETHYLENE PIPEPROPERTY LINECENTERLINEIDENTIFICATIONBUILDING SETBACK LINEBACK OF CURBCURVE LABELCURB INLETDRAINAGE EASEMENT